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References (15)
-
R. Clark, R. Males (1985)
A Simulating Cost and Quality in Water DistributionJournal of Water Resources Planning and Management, 111
-
D. O'Day (1986)
Water Main Evaluation for Rehabilitation / Replacement -
(1974)
Public Law 93–253. -
W.W. Churchman, R.L. Ackoff, E.L. Arnoff (1957)
Introduction to Operation Research. -
(1983)
A -
J.A. Goodrich, J.Q. Adams, R.M. Clark (1985)
Data Base Development and Analysis for Water Distribution Systems. Hydraulics and Hydrology in the Small‐Computer Age—Vol. 1. -
W. Rossié (1975)
Control of Water Quality in Transmission and Distribution SystemsJournal American Water Works Association, 67
-
T. Walski (1985)
Cost of Water Distribution System Infrastructure Rehabilitation, Repair, and Replacement. -
D. Marks (1987)
Statistical Models for Water Main Failures EPA/600/5–87/003, Water Engrg -
J.A. Goodrich (1986)
Distribution System Reliability Analysis Using a Microcomputer -
R. Clark, C. Stafford, J. Goodrich (1982)
Water Distribution Systems: A Spatial and Cost EvaluationJournal of the Water Resources Planning and Management Division, 108
-
R.M. Clark, J.I. Gillian (1977)
Cost of Water Supply and Water Utility Management, II
-
(1985)
Detection of Elevated Levels of Coliform Bacteria in a Public Water Supply—Connecticut., 34
-
R.M. Clark, J.A. Goodrich (1984)
Repair, Renovation, and Replacement Strategies in Drinking Water Systems. -
J. Goodrich, Jeffrey Adams, R. Clark (1985)
Data Base Development and Analysis for Water Distribution SystemsHydraulics and Hydrology in the Small Computer Age
- Publisher
- Wiley
- Copyright
- © American Water Works Association
- ISSN
- 0003-150X
- eISSN
- 1551-8833
- DOI
- 10.1002/j.1551-8833.1989.tb03242.x
- Publisher site
- See Article on Publisher Site
Abstract
The distribution system is a major capital investment, and utilities must ensure they are getting the highest yield possible on that investment, both in terms of dollars and water quality. Knowing when pipe failure is likely to occur, determining the frequency of repairs, or being able to predict subsequent failures gives utilities additional leverage to tip the economic scales in their favor. Combining cost‐modeling analysis techniques with those of proportional‐hazards models can allow utility personnel to cost‐effectively plan for infrastructure needs on a systemwide basis.
Journal
Journal - American Water Works Association – Wiley
Published: Jul 1, 1989
Keywords: ; ;